820458_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswerecL Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0458
Certificate Of Coverage Number: AWS820458
2.
Facility Name: Franklin Lindsay Farm. Inc. 1-2
3.
Landowner's Name (same as on the Waste Management Plan):
Franklin Lindsay
4.
Landowner's Mailing Address: 2560 Five Bridge Rd
City: Clinton State:
NC
Zip: 28328-0126
Telephone Number: 910-564-4091 Ext. E-mail:
5.
Facility's Physical Address: 2560 Five Brid a Rd
City: Clinton State:
NC
Zip: 28328
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
8_
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murobv-Brown LLC
10.
Operator Name (OIC): Franklin Lindsav
Phone No.: 910-590-9376 OIC #: 19086
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,140
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Other
Non Laying Pullet
Layers
RECENF.I�
��lualKji
Set"
R@�ional

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Un nown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
;Z6,td(�,
19.00
a
l
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b► the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign, If Landowner is a
corporation, signature shouldf be by a principal executive officer of the corporation):
Name: k �1 L z.,a�st Title: f�fn
Signature: Date:
Name:
Signature:
Name:
Title:
Date:
Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Brown's of Carolina
Grower(s):
Farm Name:
09/15/2003 Hwy 24 East
Warsaw, NC 28396
NUTRIENT UTILIZATION PLAN
Franklin Lindsay
Lindsay Farm
Count : Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 2140
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner-.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated' soils, when it is raining, or when the surface is frozen.
Either of these conditions may resuin runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 galtyr
gal/yr
Wean to Feeder
223 gal/yr
galtyr
2140
Feeder to Finish
986 gal/yr
2,110,040 galtyr
Total 2,110.040 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
6.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibsyr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibsyr
Ibs/yr
2140
Feeder to Finish
2.3 Ibsyr
4,922 Ibs/yr
Total 4,922 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 22.866
Total N Required 1st Year: 6017.5925
Total N Required 2nd Year 6282.555
Average Annual Nitrogen Requirement of Crops: 6,150.07
Total Nitrogen Produced by Farm: 4,922.00
Nitrogen Balance for Crops: (1,228.07)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications Yea 4 ofca-2-yew-emp-retatkn-
Trad - Field Irrigated Soil I st Crop Timeto lstCr*p IstCrap LbsNIAc Lbs N N
Acreage Type Code Apply Yield lbs N/Unit Residual mc Utilized
-
-------------------
--------------------
---
---------
-
--
-----
----
----
--
--
---
-
-
--
-
-
-----------
----
3(a) of 8

` This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue- Grazed
50 Ibs N / ton
H
Fescue- Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Saecifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
2140 Feeder to Finish 0.36 770.4
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 770.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 3852 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 12 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 30.816 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization, rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
3733
1
WaB
B
0.6 --- —
- 1
3733
2
WaB
B
0.6
1
3733
3
WaS
B
0.6
1
3733
4
FaA
B
0.35
1
3733
5
FaA
B
0.35
1
12637L
6
WaB
C
0.6
1
12637L
7
FaA
D
0.35
1
12637L
8
WaB
C
0.6
1
12637L
9
FaA
D
0.35
1
6 of 8

Additional Comments:
This plan has been revised to show a planned new Ag Cost Share
irrigation system. Tract # 12637 will be leased. There will be a
waiver for the property on the North Boundary. A 75' buffer has been
planned on the South and West property boundaries. The N/Unit for the
wheat crop has been split in half for the fall and spring applications.
7of8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
��C�NF1J�hGa:r-�ID1l��
w 0aM9
enia^W S,BGtwn
Page 6

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pum-ping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations. _
3of3

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Lindsay Farm
Owner: Franklin Lindsay
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Franklin Lind
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone
Howard L. Hobson
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 866
Warsaw, NC 28398
[phone]
Date
Date
Signature:
ate
8 of 8

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Franklin Lindsay
Address: 2560 Five Bridge Rd.
Clinton, NC
Telephone: [phone]
Table 1 = Field Specifications
County: Sampson
Date: 05/23/2003
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Pull of Field Rate Cycle -
Number (acres) Soil Type Slope % Crop(s)( In/hr) (inches) Comments
1
4.12
WaB
2-5
Bermuda, Small Grain
0.5
.5-1
*care should be taken when
2
1.31
WaB
2-5
Bermuda, Small Grain
0.5
.5-1
irrigating next to waterways
3
2.439
WaB
<2
Bermuda, Small Grain
0.6
.5-1
4
2.29
FaA
<2
Bermuda, Small Grain
0.5
.5-1
5
2.91
FaA
<2
Bermuda, Small Grain
0.5
.5-1
6
3.77
WaB
<2
Bermuda, Small Grain
0.6
.5-1
7
3.43
FaA
<2
Row Crops
0.5
.5-1
$
0.86
WaB
<2
Bermuda, Small Grain
0.6
.5-1
9
1.74
FaA
<2
Row Crops
0.5
.5-1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Lenath(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet8
Acreage Calculations
- Reel Pulls
Pull #
lWidth
Length
Start End
Stop End
Total Acre a e
1
198.9
842
0.28
0
4.12
2
183.3
250
0.26
0
1.31
3
135
725
0.192
0
2.44
0.00
41
205
332
0.4
0.33
2.29
51
205
463
0.4
0.33
2.91
61
205
740
0.4
0.33
3.77
71
205
750
0.4
0.33
3.43
8
100
360
0.2
0.16
0.86
1.74
100
785
0.2
_
0.16
22.87

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45
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MURPHY-BRO N LLC
:WA RSAW, NC 28388
Project: FRAM L i m oM -Aut—A
Drawing: am Lmpg-r
Location: %Am0sotA C.b.
Owner: �„ a
Scale: w �, o •
Date: 7 Zs zroa s
Prepared B : ZzkjsWd,0�sv
PktPARED B'r':Murphy--Brown LLC
nATP-n7MAin-0A. tIUI=-AQ--AAD&t.F-i

Swine Farm Waste Management Odor Control Checklist
Cause IlNIPS Io Nlioinlize 0414I1
,unrru
F.,Imsl�inl .swine plotluclinn r) Vegetative or wooded butlers;
t?I Recommended best nlanagelneut practices;
Good jildgment and comilloll sellse — ---- -- --
-- --- - - y n my Iloors .
Anint:d body . -all faces 1'lilt Illallllll't.•CIIVered all 5
WO Irlanlne-cuvercd 111111-s — — Y-1 Slotted Iloots;
A Waterers located over slotted floors;
n Fecders at high end of solid flool:5;
44/scrape mantlrc buildltp from How.%;
f( tloderlloor venliliIiion for drying
i LLul,tic cullecliun pil5 ---�
I Trine; — -- ---
!:✓ Frequent nrmum removal by Iush, I►it loch-liZu.
•
Pal lull nlicrollial decomposition
or scrape;
• � I ludcllluor vcntilaliun
Vcnlil.11i�►n 1:NhauN1 I•.uls •
Volatile gates; '---.��
-4 an nrlinlenunce; �— -._-.—^--------
Dust
lil'licient air movement
lll�l�lcll S111t.It.eS..-.--.•_....__�._•
()IISt --'•• '--"---T'
Ift W1I51111111VI11ie11Ve1:1) grollps ofalllllials.
r.1 Feell illllllllves;
n Feeder covers;
f-I Feed (Iclivery 4111wilspool exlendels In ft:cdcr
cnvcrs
I-111s l bull..
Agilalinn of recycled lal;nrnl
f-I Flush lain • covers;
litiuid lvllile tanks ale filling
n Iixlcnd fill lines to near bottom of rank:a with
a11111-slplioll vellls
--
l•Itl-ll
Agllalion during WilsleWi11cr
tlliderlloor Illlsll %villl I'lldc:l'Illl(11' Ve11t1111111111
alley'.,'__._...
coliVeyallce
-I'u Ier11.n1:e pninls _- Al;ilalinn of recycled litl;onn f"1 lixlend reclrlrge lines Io near bollunl ul'pils--
liquid while pits are Iillint; With anti-sipholl vends
Lill �1.iu�a►s -_ --• A1;ilulion during sun+p lank C) Sump luck covers
filling and di-nm1mvn
0I1lsi4)c lhaiu collection Agilatiou during WasteWa►el' n Itox covers
ul 1uul.linn 11MCs cut►veyauce
ANU N: - I-Itivu-mber 'I 1, 1996, Page 3

1
1 .._. Source
I:od u1'drainpipes ;11
lagooll
- -( Ruse _ - —�
Agitation during wastewater
conveyance
11MPS IO Millinlize 0(1411. - �— Site Specific Practices��
n Extend discharge point of pipes underncati,
lagoon liquid level y- ----- ---- -- —
1.aGuon Snrlaccs
Vnl:llilc gas emissions;
Proper lagoon liquid capacity;
f
Biological olixing;
LSI- Con•ccl lagoon slallup proce(hu-cs;
¢
L
Agitation
lininnnn surface area-lo-volume ratio;
Mininunn agitation when.ponlping;
fl Mechanical aeration;
C1 Proven biological additives
-
IlIicalil►n sill inl.ler •�I
ligh Illessule aeilalion;
Ilribale on dry days with little or no wind;
1 nocrlcs
wind drill �
//
4C`1 Minionim recommended operating III essmC;
ft pump intake vicar lagoon liignill so -tact:;
1
n Pump riom second -stage IaP;ooll
S1411age will. In basin 6Pallial
microbial decomposilion;
171 liollum or midlevel lon(Cllg,
!,III lal.e •
Mixing while filling;
n rank covets;
•
Agitation whell elllll(ylllg
n nas111 surf. -ice 111;IIS of SplldS;
n Proven biological ad(Iilives or oxidants
Settlirll; Ilasin sm filue--•
Paltiill olia(Il►ial decoulposilion;
n Emend drainpipe ollllets nndernealll liquid
•
Mixing while filling;
level;
•
Agitation when enlplyinl;
n Remove settled solids regulally
----...._--- __._......_. _......... ........ -
-Al.nuue, !,11161'y III Sludge •
--
Agi(alioo whell spleadinc;
--- —.—
n soil injection nl'slmry/sledges.:
sple.241cl 411111►:Is a
Volatile gas emissions
n- Wash residual manure Prom spreader tiller list,-;
f_-1 Proven biological additives or oxidaiw,
-�
• I list: uvcl rd nruuu C. ----- —
Volatile gas emissions whilen
Soil injection ol'slutrylsllldges
sill) 1y or 5111,11;e (III lici d
drying
n i()11 IIIe01'l)Ilriltlllll \Y1111111 IH 1115.;
slit laces
f-1 Spre(nl in Ihin unili,rm layers din• rapid dlyil+l;;
n woven biological additives or oxidaitls------_ ---- - _ ---Y -- -___. ----
1►c,,11 aoinL,Ps
Carcass decomposition
Proper disposition nl'c:lrcasses
Ih:�nl aliul�.il �ii.�i,,.;;��
(.:�rl:ass �I�:c(►n+positi(►o
r7 Complete coverinh of carcasses ill b(llial pits;
Puts
r7 Proper local ion/cotlstl•llCIin" orllisIN)"MI pill
i 111. 1IIC1:11u1•, •
l l)l:(1ll,pletu c(IlUblislilll►
r"1 Secalidary Slad, 1111111e1s
,\ m I(: - t taven,ber 11. 1996. Page -1

——,�M--�yy�yiF •. ..,•..._. _.—. _.—...i.ar:aiJ..L.�.�u�YJY.a _37lvliYY� — I�—_ � —. __� — i_�.___._.r���.��_ ._
- - Sour cc Cenesc 111411's to hlbeimire: Odor _____^r �_.tiilc `;l►ci•ili+, I'raeiires
Sl�meling water :uouud Improper drrinage; r Grade and landscape such that water drains
f.n:ililics Microbial decomposition of away from facilities
organic miller __--------.-___.—_-------_---
-hl.+ouI'om
ee Uac! ed unto ly nubo m"i access roads J Willi access road mitgoumec
public: ro,olh fionr farm
access- - - - ._.........._ .. _ ._...._. _:—_. __ _......
Addilioual InliuoealiWe►: Available I lone
Swine 6wj (`laoagement ; 02110 RulcAlkil' Packet fJ( :tit I, ('Wooly Iirl+:nsiWo ('col+ r
Swille Ihodue:lion Kano Polelelial (blur Sources and Iteurc+lics ; EDAE Fad Sheet MCM 1 - 11A1?
Swine Ihoduclion Facility A9anure Njamigemcnt: II it Recharge --upon'freaUncnt ; 1's11A13 12R-RB Ml 1 t - 11Ali
Swiuc 1'roduction Facility h-holl re Management: I.Inderlloor Flush - Lugoon'I'rcalrnent ; F.BAE 129-89
Lagaon Design and hlamegemem For livestock tiLuwn;'I'reaUncnl and Slorage: ; Is11AF 103-113
C.11111I thou of Mallow and Wm acwalcr Application 1squipmenl ; FIIAF fact -Sheet
('uuuuUing (Man linos Swinc Iluildings I I'll1-33
I:nvieunmemal Assomume Program ; NI'PC Manual
( ►talons hw hlloeagiug ( Idur ; a rc1m, lion the Swine odmAlsk Force
J-lw),ance ('Wncems io Auinmel h-L•murc Adanagcnlenl: (hlors and Flies; PRO107, 1995 Conference Prneecdings
N('SI I - I lA l{
1•I('SII - HA
VICSI t - Swwc Emminn
HC folk Ihoduccis Assoc
1,47SI I Alpi Comm micadio"S
,%K" K' - I tuvcndicr 1 I , 1996, We 5

2-
Insect Control Checklist for Animal. Operations
Source: Cnuse 11117Ns to Cllntrol 1115CCIS Site Specific Praclices
— -- / Lipoid Systems
Flush (11111ets • Accumulation of solids _ hlusb system is designed and operated IF
sufficiently to remove accumulated solids from
gutters as designed.
�1 Remove bridging of accunull;lled solids ill
_ discharge
Lagoons and Pils Gusted Solids pC Maintain lagoons, settling basins and pill where
pest breeding is apparent to minimizeihe
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
-tixcesaive Vegetative Decoying vegelatioll Maintain vegetalive control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative maller
along water's edge on impoundment's perimeter.
---
-
Dry Systems
. Deed Spillage
.,PI
Design, operate and maiolain feed systems (e.g.,
bunkers and troughs) to minimize the
acculilt dalion of decaying wastage.
Clean Ill) spillage on it rouline basis (e.g., % - IQ
day interval during summer; I S-30 day imerv;ll
�• —Accumulations
during winter).
-
Deed Storage
-
of feed residues
CI
Reduce moisture accunrlllldion will►in and
arolllld Illllllellnlle I)CI-illICIC1' Or leCd 510111ge
areas by insuring drainage away from silt
and/or providing adequale conlaimuent (e.g.,
covered bin for brewer's grain amid similar Itigh
°
M
moisture grain producls).
171
Inspect liar and remove or break ill) accunullaled
O
solids in filler strips around teed storage as
needed.
Cm
AMIC - November 11, 1996, Page I

_ Snurce Cause ItMPs to Control lusccls. - - - - - -�--- __ ---- -
Animal I loldinl; Areas • Accuuudwious ofanimai wastes --- Site Specific Praclices
O Eli, low areas that trap moisture alon -'—
and feed wastage
y t►tauure I I:u►dliug
S Accunmlalions of animal wastes
ystcu►s
b
fences and ollter locations where waste
accnmttlates and disturbance by animais is
minimal.
Y
0 Maintain fence rows and liller'strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accunulialed solids as
needed).
f-1 Remove spillage on a routine basis (e.g.. 7 - 10 - -
day inlerval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
13 Inspect for and remove or break up accunudaled
wastes in filler strips around stockpiles and
handling areas its needed.
For ► ore inl'onnatios► contact the Cooperative Extension Service, I)epartment of Entomology, Ilox 7613, North Carolina Slate University, -- -- _- - -- -- _--
Raleigh, NC. 27695-7613.
11, 1996. Page 2

1­1 ENIERGENCY ACTION PLAN
DWQ ONE ivU1vIB g s i 6,qi
EMERGENCY MANAGEMENT SYS'T�,��iM�
SWCD q — o6tiJ_— 3
NRCS - 4�- ' 3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
Ieave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advicettechnicaI assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address: j C
c. Contractors Phone: 9 1 - `
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: • k. 4 3 -34F3
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

Version —November 26, 2018
Aortality Management Methods pj- �-S-
1 Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Rouiine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S � 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high L, ater table. Attach burial location map and plan.
Landrill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200_
Rendering at a rendering plant licensed under G.S. 106-168.7.
ComTlete incineration according to 02 NCAC 52C .0102.
aA composting system approved and permitted by the NC Department of Agriculture & Con-
sume Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additi nal requirements must be met and a permit is required from NC DEQ.
aIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
aAny method which, in the professional opinion of the State Veterinarian, would make possible
the s4lvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the
facility's CAWMP and is activated
w en numbers of dead animals exceed normal mortality rates as specified by the State
V tennanan.
• BL rial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
ad' itional temporary procedures or measures for disposal according to G.S. 106-399.4.
�+ r
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Operator:FRANKLIN LINDSAY County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
1060 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
x 1417 lbs.
Date: 8-16-96
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
TotaAve rage Live Weig t =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 feet
0
lbs
0
lbs
143100
lbs
0
lbs
0
lbs
• 0
lbs
143100 lbs
Volume = 143100 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 143100 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4_ TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
400.0
Inside top width (feet)----------------------
Top of dike elevation (feet) ---------
------
72.0
46.2
Bottom of lagoon elevation (feet)------------
32.7
Freeboard (feet) -----------
Side slopes (inside lagoon)------------------
-
1.0
2.0 1
Total design volume using prismoidal
formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2
LENGTH
WIDTH DEPTH
2.0 2.0 2.0 2.0
396.0
68.0 12.5
AREA OF TOP
LENGTH * WIDTH =
396.0 68.0 26928
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
346.0 18.0 6228
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
371.0 43.0 63812
(AREA OF
MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
26928.0 63812.0 6228.0 2.1
Total Designed Volume Available=202016.67 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
400.0 72.0 28800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28800.0 square feet
Design temporary storage period to be 130 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 143100 lbs. ALW/135 lbs ALW * 1.37 gal/day 130 days
Volume = 188786 gals. or 25238.8 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 130 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
130 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 16800.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 16800.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25239 cubic feet
513. 0 cubic feet
5C. 16800 cubic feet
5D. 16800 cubic feet
TOTAL 58839 cubic feet

G. SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______>
25
130
7.0
da s
y
inches
year - 24 hour rainfall==________________
Freeboard=====_______________________
7.0
inches
_ _=>
Side slopes_________________________________>
1.0
feet
Inside top length======_____________________
.0
1
Inside top width__________________________ >
0.0
472
feet
Top of dike elevation_______________________>
.0
feet
Bottom of lagoon elevation=====_____________>
46.2
feet
Total required volume_______________________>
32.7
feet
201939
Actual design volume=====___________________>202016.67
Seasonal high watertable
cu. ft.
cu. ft.
elevation (SHWT)===>
Stop pumping
0.0
feet
>
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
Required minimum
0.0
38.7
feet
feet
treatment volume=====______>
Volume at stop pumping elevation=====_______>
143100
cu. ft.
Start pumping elev.____________
Must be
388303
0.0
cu. ft.
feet
at bottom of freeboard & 25 yr. rainfall
Actual volume less 25
yr - 24 hr rainfall===>
Volume at start pumping elevation=====______>
185217
cu. ft.
Required volume to be pumped________________>
388303
42039
cu. ft.
cu. ft.
Actual volume to be pumped__________________>
0
cu. ft.
Min. thickness of soil liner when required==>
2.0
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:FRANKLIN LINDSAY County: Sampson
Date:
8-16-96
Distance to nearest residence (other than owner):
0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417
lbs.
0 sows (farrow to feeder) x 522
lbs.
0
lbs
1080 head (finishing only) x 135
lbs.
0
lbs
0 sows (farrow to wean) x 433
lbs. -
145800
lbs
0 head (wean to feeder) x 30
lbs.
0
lbs
Describe other :
_
0
lbs
0
lbs
TotaAv Average Live
145800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 145800 lbs. ALW x Treatment Volume(CF)/lb.
Treatment Volume(CF)/lb. ALW
ALW
=
Volume = 145800 cubic feet
1 CF/lb.
ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
260.0
Inside top width (feet)----------------------
110.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet) ------------
38.5
Freeboard (feet)-----------------------------
Side slopes (inside lagoon)------------------
1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.0 2.0 2.0 2.0 256.0
106.0 10.5
AREA OF TOP
LENGTH * WIDTH =
256.0 106.0 27136 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
214.2 64.2 13751.64 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
235.1 85.1 80028.04 (AREA OF
MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
27136.0 80028.0 13751.6 1.7
Total Designed Volume Available=210594.81 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
260.0 110.0 28600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28600.0 square feet
Design temporary storage period to be
158 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 145800 lbs. ALW/135 lbs ALW * 1.37 gal/day 158 days
Volume = 233776.8 gals. or 31253.6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 158 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
158 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 16683.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 16683.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 31254 cubic feet
53. 0 cubic feet
5C. 16683 cubic feet
5D. 16683 cubic feet
TOTAL 64620 cubic feet

10
SUMMARY
Temporary storage period____________________>
Rainfall in
158
da s
excess of evaporation=====______>
25 year - 24 hour rainfall__________________>
7.0
inches
7.0
inches
__>
Side slopes_________________________________>
1.0
feet
Inside top length___________________________>
2.0
• 1
Inside top width____________________________>
260.0
feet
Top of dike elevation_______________________>
110.0
feet
Bottom of lagoon elevation====______________>
50.0
feet
Total required volume_______________________>
Actual design volume________________________>210594.81
38.5
210420
feet
cu. ft.
Seasonal high watertable elevation (SHWT)===>
cu. ft.
Stop pumping
0.0
feet
>
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
Required minimum
0.0
44.5
feet
feet
treatment volume=====______>
Volume at stop
145800
cu. ft.
pumping elevation=====_______>
Start pumping elev._____________
-8207
cu. ft.
Must be at bottom of freeboard & 25 yr. rainfall
0.0
feet
Actual volume less 25 yr - 24 hr rainfall===>
Volume at
193911
cu. ft.
start pumping elevation=====______>
Required volume to be pumped________________>
-8207
cu. ft.
Actual volume to be pumped__________________>
47937
0
cu. ft.
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

e a -�s8
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the Iagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4, overall condition of pipes
Overflow Pipes ---look for:
RECEIVEIiWCL,=DWR
APR 0 S 2019
WSWOWality
Regional Operations Section

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
I Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum *for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

' Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entenng the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge,
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal. -
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without Iiner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
Of failures include leakage through the bottom or sides, Overtopping,
dam. Assumingproperg FF g, and breach of the
ensuring structrafetydeItem which may lead o lagoon the rfailures inclthe ude:
far
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
• Lagoon liquid levels ---high levels are a safety risk,
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE; If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.